| MEMORANDUM TO: | Project Engineers |
| Project Design Engineers | |
| FROM: | W. J. Rogers, P.E. |
| State Bridge Design Engineer | |
| DATE: | January 20,1998 |
| SUBJECT: | CORRECTIONS TO STANDARD BRIDGE APPROACH SLAB DETAILS |
The standards BAS5 and BAS5SM have been corrected to show #4 "G" bars and #13 "G" bars in the sidewalk. Also, the sidewalk dimensions on Section I-I have been revised to reflect a slope fo 1/4"/ft or 20mm/m.
The revised standards are available in the standard directories and the Structure Design Homepage.
This policy is effective immediately.
EEM/bl
